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Product Aoproval Menu>Product or Application Search>Application List>Application Detail
•. _ FL# FL14569-RlO v
Application Type Revision
Code Version 2017
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer JELD-WEN
Address/Phone/Email 3737 Lakeport Blvd
Klamath Falls,OR-97601
(800) 535-3936
fbcl@jeld-wen.com
Authorized Signature Rylee Sumner Fricks
fbcl@jeld-wen.com
Technical Representative JELD-WEN Corporate Customer Service
Address/Phone/Email 3737 Lakeport Blvd.
Klamath Falls,OR 97601
(800) 535-3936
customerserviceagents@jeld-wen.com
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Certification Mark or Listing
Certification Agency National Accreditation&Management Institute
Validated By National Accreditation&Management Institute
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Referenced Standard and Year(of Standard) Standard Year
TAS 201 1994
TAS 202 1994
TAS 203 1994,
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL14569 R10 Equiv ASTM E84 Equivalency Letter SS 2017-08-31.pdf
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Product Approval Method Method 1 Option A
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hfps://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquxTVBjriRcYg%2fDEHW1 XNZWfxfODTzy2xg9dWLVGpTgg%3d%3d 1/3
2/19/2020 Florida Building Code Online
Date Submitted 05/13/2019
Date Validated 05/15/2019 j
Date Pending FBC Approval
Date Approved 05/17/2019 ��
Summary of Products
FL# Model, Number or Name Description
14569.1 Contours Steel,Wood Edge Full Lite Door,Outswing, 6'-0"x 6'-8"
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL14569 R10 C CAC NIO06255-R9.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 09/30/2027
Design Pressure: +60/-60 Installation Instructions
Other: Product must be installed per manufacturer FL14569 RSO II 3W0509-03 Installation.pdf
instructions as stated on drawing 3WO509-03 Verified By: Hermes Norero 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL14569 R10 AE PER3392.pdf
Created by Independent Third Party: Yes
14569.2 Contours Steel,Wood Edge Full Lite Door,Inswing,6'-0"x 6'-8"
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL14569 R10 C CAC NIO06255.02-R4.pdf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 06/30/2027
Design Pressure: +60/-65 Installation Instructions
Other:- FL14569 R10 II JW0509-04 Installation.pdf
Verified By: Hermes Norero 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL14569 RIO AE PER3393.pdf
Created by Independent Third Party:Yes
14569.3 Contours Steel,Wood Edge Full Lite Door,Outswing,'6'-0"x 8'-0"
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL14569 RSO C CAC NI006254-R7.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 09/30/2027
Design Pressure: +50/-50 Installation Instructions
Other: FL14569 R10 II JW0509-01 SS 2015-07-02.pdf
Verified By: Hermes Norero 73778
Created by Independent Third Party: Yes
Evaluation Reports.
FL14569 R10 AE PER3391.pdf
Created by Independent Third Party: Yes
14569.4 Contours Steel,Wood Edge Opaque Door,Inswing/Outswing,w/.or w/o Impact&Non-
Impact Rated Glazed Sidelites, 12'-0"x 6'-8"
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL14569 R10 C CAC NI012741-R1 NI012741.01-Rl.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 04/30/2028
Design Pressure: N/A Installation Instructions
Other: FL14569 R10 II JW032012FL Installation.pdf
Verified By: Hermes Norero 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL14569 R10 AE PER3321.pdf
Created by Independent Third Party: Yes
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14569.5 Contours Steel,Wood Edge Opaque Door,Inswing/Outswing,w/or w/o Impact&Non-
Impact Rated Glazed Sidelites,8'-4"x 8'-0"
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL14569 R10 C CAC NIO12740-Rl.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 04/30/2028
Design Pressure: +45/-45 Installation Instructions
Other: FL14569 R10 II JW072012FL Installation.pdf
Verified By: Hermes Norero 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL14569 R10 AE PER3322.pdf
Created by Independent Third Party: Yes
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14569.6 Contours Steel,Wood Edge Opaque Door,Outswing,w/or w/o Sidelite,8'-11"x 6'-8"
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquxTVBjriRcYg%2fDEHW1 XNZWfxfODTzy2xg9dWLVGpTgg%3d%3d 2/3
2/19/2020 Florida Building Code Online
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL14569 R10 C CAC NIO11082-R3.pdf
Approved fon use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 08/31/2027
Design Pressure: N/A Installation Instructions
Other: FL14569 RIO II S-2104 Installation.pdf
Verified By: Hermes Norero 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL14569 R10 AE PER3398.13-df
Created by Independent Third Party: Yes
14569.7 Contours Steel,Wood Edge Opaque Door,Outswing,w/or w/out Sidelites,8'-11"fix 8'-0"
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL14569 R10 C CAC NIO11096-R3 1NI011096.01-R2.pdf
Approved for use outside HVHZ: Yes Quality Assurance.Contract Expiration Date
Impact Resistant:Yes 08/31/2027
Design Pressure: N/A Installation Instructions
Other: FL14569 R10 II S-2108-01.pdf
Verified By: Hermes Norero 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL14569 R10 AE PER3832.pdf I
Created by Independent Third Party: Yes
Back F-----t]
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Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyri ht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic _
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to section 455.275(1),
Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails
provided may be used for official communicationwith the licensee.However email addresses are public record.If you do not wish to supply a personal address,please
provide the Department with an dmail address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here.
Product Approval Accepts:
® RE M
Credit Card
Safe
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hftps://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquxTVBjriRcYg%2fDEHW l XNZWfxfODTzy2xg9dWLVGpTgg%3d%l3d 3/3
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398 East Dania Beach Blvd.
BUILDING DROPSY Suite 338
Dania Beach, FL 33004
A Perfect Solution in Every Drop954.399.847,8 PH
Certificate of Authorization:29578 i`` 954.744.4738 FX
contact@buildingdrops.com
Product Evaluation Report
Of
JELD-WEN, inc..
Contours Steel Door, Wood Edge
24 Ga. Opaque Door & Glazed Sidelites
Up to 12'-0" x 6'-8"
Outswing/Inswing
for
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Florida Product Approval
Report No. 3321
Current Florida Building Code
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Method: 1 —A (Certification)
Category: Exterior Doors
Sub— Category: Swinging Exterior Door Assemblies
Product: Contours Steel Door, Wood Edge
24 Ga. Opaque Door& Glazed Sidelites
Up to l2'-0"x.6'-8"Outswing/Inswing
Material: Steel/Wood
Product Dimensions: 149"X 81.875"(Maximunt)
- I
Prepared For:
JELD-VVEN, inc.
3737 Lakeport Blvd. %%
Klamath Falls, OR. 97601
``SES F. 0
0 r
Prepared by: = 7
Hermes F. Norero, P.E.
Florida Professional Engineer#73778 3T T :•��
l Date: 11/11/2014 '�OT�'•.
Contents: is'9/0NAI.�?````�
Evaluation Report Pages 1—4 14111
Digitally signed by Hermes F.Norero,P.E. Hermes F. Norero,P.E.
Reason:I am approving this document Florida No.73778
Date:2015.01.0715:14:34-05'00'
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/0\\
/2A BUILDING DROPS
A Perfect Solution in Every Drop Date: 1 o: 3 21 .
Certificate�ofAuthorization:29578 Report No: 3321
Manufacturer: JELD-WEN,inc. ..
Product Category: Exterior Doors
Product Sub-Category: Swinging Exterior Door Assemblies
Compliance Method: State Product Approval Method(1)(a)
Product Name: Contours Steel Door,Wood Edge 24 Ga.Opaque Door&Glazed Sidelites
Up to 12'-0"x 6'-8"Outswing/Inswing
149"X 81.875"(Maximum)
Scope: . This is a Product Evaluation Report issued by Hermes F.Norero, P.E. (FL#73778)for JELD-WEN inc.
based on Method 1a.of the State of Florida Product Approval, Florida Department of Business and
Professional Regulation-Florida Building Commission. ( -
Hermes F. Norero, P.E.does-not have nor will acquire financial.interest in the company
manufacturing or distributing the product or in any other entity involved in the approval process of
the.product named herein.
This product has been evaluated for use in locations adhering to the current Florida Building Code:
See Installation Instructions JW032012FL,signed and sealed by Hermes F. Norero, P.E. (FL#737,78)
for specific use parameters.
Limits of Use:
1. This product has been.evaluated and.is in compliance with the current Florida Building Code,
including the"High Velocity Hurricane Zone"(HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedmentlinto
substrate mate ria lshall.be beyond wall dressing or stucco. !
3. When used in areas requiring wind borne debris protection this product complies with
Section 1609.1.2-of the current Florida Building Code and does not require an impact
resistant covering.
4. Non-Impact sidelites do require an impact resistant covering when used in areas requiring
wind borne debris protection to comply with Section 1609.1.2 of the current Florida Building
Code.
5. Site conditions that deviate from the details of drawing JW032012FL require further
engineering analysis by a licensed engineer or registered architect.
6. See Installation Instructions JW032012FL for size and design pressure limitations:
Hermes F. Norero,P.E.
Florida No.73778
Page 2 of 4
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/PAA BUILDING DROPS
A Perfect Solution in Every Drop Date: 11%11/2014
Report No: 3321
Certificate of Authorization:29578
Quality Assurance: The manufacturer has demonstrated compliance of products in accordance with the
Florida.Building Code for manufacturing under a quality assurance program audited
by an.approved quality assurance entity through National Accreditation& !
Management Institute,Inc. (FBC Organization#QUA1789).
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Performance Standards: The product described herein has been tested per:
1 .
• TAS 201-94
• TAS 202=94
• TAS 203-94
Referenced Data:
1. Product Testing performed by National Certified Testing Laboratory, Inc.
(FBC Organization# TST1589)
Report#: NCTL-210-3801-2, Report Date:02/04/2012
Report#: NCTL-110-11987-1, Report Date:04/06/2009
2. Quality Assurance
National Accreditation and Management Institute
(FBC Organization#:QUA1789)
3. Material Certification
Miami-Dade RER Product Control Section NOA
Eastman Chemical Company Saflex Clear and'Color Glass Interlayer
4. Material Certification
Miami-Dade RER Product Control Section NOA
ODL Series"HP Polypropylene"White Material Component Approval
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Hermes F. Norero,P.E.
Florida No.,73778
Page 3 of 4
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BUILDING DROPS
@A\\ 14
A Perfeet Solution in Every Drop Date: 11 o: 201
Certificate of Authorization:29578 Report No: 3321
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Installation: 1. Approved anchor types and substrates areas follows:
Through Frame Installation:
A. For two by(2X)wood buck substrate,use#10 Wood Screw type installation anchors of
sufficient length to achieve a minimum embedment of 1.50" into the wood substrate.
B.' For concrete or masonry substrate where one by(1X), non-structural,wood bucking is
employed,use 3/16"diameter ITW Tapcoh type.concrete,screw anchors of sufficient
length to achieve minimum embedment of 1.25" into concrete or masonry.
C. For concrete or masonry substrate where wood bucking is NOT employed,use 3/16"-
diameter ITW Tapcon type-concrete screw anchors of sufficient length to achieve
minimum embedment of 1.25" into concrete or masonry.
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Refer to Installation instructions(JW032012FL)for anchor spacing and more details of the
installation requirements.
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Design Pressure:
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Design Pressure
XX,XXO,OXXO X,OXO
Outswing Positive 60 PSF* Positive 65 PSF* . .
Negative 60.PSF Negative 65 PSF
Positive 60 PSF* Positive 65 PSF*
Inswing Negative 60 PSF Negative 65 PSF
*Product has not been rated for water infiltration. If authority having jurisdiction.
requires that product meets this requirement,- product shall be used when
installed at location protected by overhang such that overhang(OH) ratio=OH
length/OH height is 1.0.
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Hermes F. Noreeo, P.E.
Florida No.73778
I Page 4 of 4
— - -IELD-WEN-DOOR- ------ ------ _ TABLE
INSTALLATION DETAILS HVHZ-APPROVED SYSTEMS:0.-X,-00..XO or OX,OXO,000,,OXXor XXO,OXXO,-000 WI BOXED SIDELITES
CONTOURS STEEL DOOR,WOOD EDGE SIZE QUALIFIES:OPAQUE ACTIVE PANELS AND IMPACT/NON-IMPACT GLASS SIDELITES 5
--- -24-GA-OPAQUE DOOR&GLAZED SIDELITES __ MAX.PANEL WIDTH=36' 6A TALL SYSTEMS:
UP TO 12'-0"X 6'-8" (XX)(Xx0)(OXXO) (X)(OXO)
OUTSWING POSITIVE. +60 +65 '>.
OUTSWING/INSWING GENERAL NOTES NEGATIVE -60
6s
1.THIS PRODUCT IS DESIGNED TO COMPLY WITH CURRENT INTERNATIONAL BUILDING CODE(I.B.C.)&INTERNATIONAL RESIDENTIAL INSWING POSITIVE t 6D +65
CODE(I.R.C.)AND THE CURRENT FLORIDA BUILDING CODES(FBC). PRODUCT HAS BEEN TESTED TO TAS 201-94,TAS 202-94 AND NEGATIVE _ 65*_
TAS 203-94. PRODUCT ALSO MEETS"HIGH VELOCITY HURRICANE ZONE"(HVHZ)REQUIREMENTS.
2.1X AND 2X WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.BUCK MATERIAL COMPONENT LIST
MUST HAVE A SPECIFIC GRAVITY OF 0.55 OR GREATER. ITEM DESCRIPTION MATERIAL QTY.
3.PRODUCT ANCHOR TYPES AND SPACING ARE SHOWN ON SHEET 7. DIMENSIONS SHOWN FOR ANCHOR SPACING ARE ALWAYS 1 NON-COMPRESSION SHIM(0.25"MAX.THK.) WOOD AS REQ.
FROM EDGE OF UNIT FRAME.ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2 , 2x WOOD SUB BUCK.(S.G.MUST BE 0.55 OR GREATER) WOOD AS REQ.
THIS DOCUMENT SUPERCEDES OTHER ANCHOR INSTALLATION INSTRUCTIONS 3 1x WOOD SUB BUCK(S.G.MUST BE 0.55 OR GREATER) WOOD AS REQ.
R IMPACT RATED DOORS. FOR OTHER IMPORTANT INSTALLATION INSTRUCTIONS,REFER TO JELD-WEN 4 #10 WOOD INSTALLATION SCREW W/1 1/2"MIN.EMBEDMENT STEEL AS REQ.
DOCUMENT#JII106(PRE-HUNG EXTERIOR ENTRY DOORS)FOUND ON THE JELD-WEN WEBSITE: 5 3/16"ITW TAPCON ANCHOR W/1 1/4"MIN.EMBEDMENT STEEL AS REQ.
JELD-WEN.COM/PRODUCT-SUPPORT/DOCUMENTS/INSTALLATION-INSTRUCTIONS 6 #10 X 2"PHILLIPS FLATHEAD WOOD SCREW STEEL 3 0R 6
b.>FLORIDA APPROVED IMPACT RESISTANCE SHUTTERS ARE REQUIRED ON NON-IMPACT 7 #8 X 2"PHILLIPS FLATHEAD WOOD SCREW STEEL AS REQ,
1'� J1j GLASS SIDELITES. 8 #9 X 1"PHILLIPS FLATHEAD WOOD SCREW STEEL 21 OR 28
149"MAX.FRAME 9 1"OVERALL ALUMINUM FRAME IMPACT GLAZING IG BY ODL ALUMINUM 1
SHEET 1, 'FRAME TYP.
6.FOR DESIGN PRESSURE RATINGS,SEE TABLE 1, 37 112"MAX. 74"MAX.FRAME 10 KWIKSET LOCK SERIES 400 : STEEL 1
~ D.L.O. 11 KWIKSET DEADBOLT SERIES 780 STEEL 1
7.ALL FASTENERS IN WOOD SHALL SHT.#2 - I 12 1"OVERALL PLASTIC FRAME NON-IMPACT GLAZING IG BY ODI. PVC 1
BE COUNTERSUNK 3116"DEEP. • __-_-._
13 #8 X 1 1/2"PHILLIPS FLATHEAD WOOD SCREW STEEL AS REQ.
3/16" �l
.� EXAMPLE: = O 9' OVERHANG
a -) '- -I
LENGTHI NOTE: PRODUCT HAS NOT BEEN RATED FOR 8.COREDESIGN:EXPA ED POLYSTYRENE WITH ,n E 0 WATER INFILTRATION. IF AUTHORITY HAVING - qm1.0 TO 1.25 LBS DENSITY,BY JELD-WEN INC. (�4 ° [I__ �'_„„ *JURISDICTION REQUIRES THAT PRODUCT MEETS � s m o
THIS REQUIREMENT,PRODUCT SHALL BE USED oa❑ m
9.FACE SHEETS.24 GA(0.021"MIN)THICKNESS. w 3 a = WHEN INSTALLED AT LOCATION PROTECTED BY w
d m OVERHANG SUCH THAT OVERHANG(OH)RATIO= O p 9
GALVANIZED(EE'WITH AVERAGE MINIMUM YIELD o zIn N € ,�� OH LENGTH_OH HEIGHT IS g 1.0 15 a m E 41 x
STRENGTH FY AVE-40300 PSI. s ` ...
ACTIVE'', INACTIVE OVERHRATIANG c•^1 La LL
L FIXED FI%ED
IMPACT LITE NON-IMPACT LITE =w
12-0 X 6-8 ELEVATION 0 0
SEE SHT.#2 SEE SHT.#2 O> w
DOUBLE DOOR WI FULL 3-0 SIDELITES(OXXO) o UJ L9
37 112"MAX.O.A. 0 w Z `LZ3
FRAME TYP. --1 --1/2"'MAX. RAME��{ 74 MAX.FRAME _ I ❑ 0 Z
000
a � I~— I - I
—1 U7
tom' t 75'MAX. r 7MAX.FRAME l y 1F ,r � t ill tk'E , 3: ,
Z
O L'x.Y 6 Vim! —a�...— le� 3: p
0�O m
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n TYP i ; I I � � Q -
m.-w I ! ❑
z� �!�• t / �� F e •/�! j :--! e: lo,! ..�../ LLI
, �`.� °i _:. .w coz
m3Q I
z - /., 6-0 X 6-8 ELEVATION O Q Z
O b-T-Y ! DOUBLE(XX) p
ACTIVE ACTIVE ACTIVE CTIVEACTIVE INACTIVE FOOFI%ED FIXED \ \ F%ED FIX
jilf
,FIXED / GZ Q FCL
- Z
OPAQUE FULL LITE 6-0 X 6-8 ELEVATION 6-0 X 6-8 ELEVATION 9-0 X 6-8 ELEVATION J�� Iib o UO O w
3-0 X 6-8 ELEVATION DOUBLE(OX) DOUBLE(XO) TRIPLE(OXO) ��SES F.
SINGLE(X)&(0) ^.��(p�;• �p pare 1/20/2012
SHEET INDEX
NONE
SHEET# DESCRIPTION *' . E * pwc.pv:G.LUBBECKE
1 GENERAL NOTES B.O.M.,ELEVATIONS&ANCHOR LOCATIONS
E.fl �+ auc er:S.SAFFELL
2 OUTSWING INSWING BOX MULLING DETAILS DI
Digitally signed Hermes F.Norero,P.E.
3 OUTSWING VERTICAL AND HORIZONTAL SECTIONS IN WOOD 9 Y g y V"`.P•7 r ppaw:nc no.:
I OUTSWINGVERT.AND HORIZ.SECTIONS INMASONRYCONCRETE Reason:Iam'approving this document 398 �Q'BEf1CH '#338
5 INSWING VERTICAL AND HORIZONTAL SECTIONS IN WOOD DI1�01 'BDRIIII,kL 04 3W032012FL _
6 INSWING VERT.AND HORIZ.SECTIONS IN WSONRY CONCRETE Date:20 1 5.0 ..07 15:24:33-05'00.' t
Z OUTSWING AND INSWING ANCHORING DETAILS FBPE CE VION AW4NO.29578 sHeer 1 °F 7
- - -- -- -
- APPLY DAP ALEX PLUS_SILICONE
6-#8 X 2" OR EQUIV.BETWEEN
PFH SCREW AT JAMBS BEFORE MULLING
EACH MULLION TYP. -
—20 1/4"MAX.D.L.O. __21"MAX.D.L.O.
13 ! 1
�I
1
B2 82
FIXED ACTIVE
O C2 C2
U }
O F J
I a o
I \ M
o -6
q m N �
N
• pK
O m vii
ODL IMPACT(ALLEN)FULL LITE ODL LIP-LITE NON-IMPACT c
3-0 X 6-8 SHOWN 3-0 X 6-8,SHOWN z M E o m
i ^ 0 2
r�
MIN. 1 718"
ODL REDISEAL GLASS BITE-- INSIDER 1/8"TEMPERED W W C7
FOAM GASKET INTERIOR 9 12 GLASS C7 H Z N
118"TEMPERED GLARED
SS SIDE W LLQ 3 z0
T1 g�Z o
1"MAX. 1 3/4" 13/4" 1•MAX. O W(7
� � ��z yyyZ
I 0.509"AIR SPACE 3/4"AIRSPACE 00
I od
(2)118°ANNEALED 112"MIN.GLASS tr O
GLASS ODL REDISEAL BITE W O m ¢ '
FOAM GASKET 1 3/8" F 0❑ v�
- - -=- CU-D SPACER Co W X
- -- -- - -- - - - _ d 0.090 PVB DETAIL B2 DETAIL C2 �0 4 0
INTERLAYER ]-Q 2v O -BY SOLUTIA ODL IMPACT GLAZING DETAIL ODL NON-IMPACT GLAZING DETAIL o0 o 1 z
' MAX.D.L.O:20 1/2"X 62 1/2" MAX.D.L.O:2 " 63" t z d r
BOX SIDELITE MULL A2 ........�,` F• p ���i O N
MAX.4 UNITS �`(v��'° '��i vAm 1/20/2012
EXAMPLE:OXXO,OXO,OX pO
7 _ s MNONE
G.LUBBECKE
DETAIL A2 SR d4�F a«.a:S.SAFFELL
(12)FASTENER LOCATIONS AT 398 BE�C}j�� 38 DPAWING Nv.:
DOUBLE-BACK JAMB ATTACHMENT '/ �1 3W032012FL
FBPE CEKtUF N0.29578— 2 7
I
I"MIN. ^-I— 1"MIN.— 4 1 2 1"MIN. {- 1'MIN. 4 1
Z I 2 1 a q -- ---- --. -
1 112"MIN. 1 1/2"MIN.
EMB. EMB. INTERIOR EXTERIOR
1 1
1/4" 1 1/2"MIN. 2
MAX. 118" MAX, EMBED.
SHIM SHIM
SEE NOTE#7 INTERIOR EXTERIOR SEE NOTE#7 INTERIOR EXTERIOR _I 1°MIN
ON SHEET 1 ON SHEET 1 1"MIN
OUTSWING OPERATING UNIT
OUTSWING OPERATING UNIT OUTSWING STATIONARY UNIT VERTICAL CROSS SECTION
VERTICAL CROSS SECTION VERTICAL CROSS SECTION SILL
HEAD JAMB HEAD JAMB
1 1/2•MIN. 1/4'MAX.
EMBED. r SHIM SEE NOTE#7
ON SHEET 1 NOTES:
FOR PLACEMENT OF ITW TAPCON ANCHORS IN 2X BUCK OR
1'MIN ��� 1�1X BUCK CONCRETEIMASONRY OPENINGS,SEE SHEET 4 M ..
L 1 p v
� 8 OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION o m � n°i N INTERIOR OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT IS ii M
O 3X ACHIEVED. .• z w o
0
V MIN. N�=
8 ITEM#6,(#10 X 2")ONE SCREW TO BE INSTALLED IN EACH o li
4X / HINGE AT JOB SITE,CLOSEST TO WEATHERSTRIP. p
7 m E c X
HINGE DETAIL ®AT SILL,PLACE ANCHOR IN SILL BASE MATERIAL FOR m 4 a UT
MAXIMUM SUPPORT.
EXTERIOR 3 REQ'D
STATIONARY UNIT
HORIZONTAL CROSS SECTION
OUTSWING SHOWN /' w z6.
W p c
0 //) Z
7 2 1 1 2 OWt7
EXTERIOR o IS
0 0 =S
0 Z�
O
WowJ
- -- _— — -p1"MIN. - - �• 4 1 2w rn w X .
INTERIOR �/� O d _ -— —
1 � ZOO � z
1'MIN. 1"MIN. J���S F. i��i�' U N p S
T SEE NOTE#7 (v� 1/ZO/2012
1 4 1 ON SHEET 1 Z .��
1/4"MAX. NONE
1/4"MAX. SHIM 7
1 1/2-MIN.k
f SHIM 1 1/2"MIN. * * rnvc.e:G.LUBBEGCE
EMBED. EMBED. 16fi Efi� ax Dr:S.SAFFELL
OUTSWING LATCH JAMB AT FRAME OUTSWING HINGE JAMB AT FRAME 398 �Q BEf1C77 `##338 Danwwcxo.:
HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION DA�lW Hmwkt,ki 04 1W032012FL
FBPE CE AUVFt�NO.29578 SHE- 3 DP 7
CONCRETE/
________— MIN. 1 MIN.
-" ---------- 1^ _
1°MIN. 1"MIN. 1•MIN. 1"MIN. MASONRY 1 u t" MIN.
1
BY OTHERS TYPV
MIN.N.
1'MIN. . 1°MIN.
-- --- -- - - -- 1 114" - IMERIOR EXTERIOR EMB.
MIN. 1"MIN.— - 1"MIN^- 5 - -
EMBED 1 114"MIN. Jr 3 S
ne.
EMBED
...ay. CONCRETEI ~U
2 /\J "• MASONRY
CONCRETE/r
11/4• �.
5.
MASONRY ��{/��� MIN. ',.'+ ,..•.� BY OTHERS
BY OTHERST % �J EMBED % �./ 1^MIN •~1"MIN—�I MAX.//4* // \J
%/ //.%%% %%/ 114' %/ /// / / 1—
114° EXTERIOR MAX. OUTSWING OPERATING UNIT SHIM
MAX. SHIM EXTERIOR VERTICAL CROSS SECTION
SHIM SILL SEE NOTE#7 OUTSWING OPERATING UNIT
INTERIORSEE ON SHEET 7
SEE NOTE#7 INTERIOR VERTICAL CROSS SECTION
SEE NOTE#7
ON SHEET 1 ON SHEET 1 SEE NOTE#7 OPTIONAL 1"BUCK
ON SHEET 1 'INTERIOR EXTERIOR
CONCRETE/
OUTSWING OPERATING UNIT OUTSWING STATIONARY UNIT \ \ MASONRY 3 1
VERTICAL CROSS SECTION VERTICAL CROSS SECTION \ \\ BY OTHERS
HEAD JAMB HEAD JAMB 1 1/4"MIN. \� \� \\"
EMBED % / / 5
\ 8 x ` t'MIN. 5
O +}:• M
8 3x I—1"MIN--- 1'MIN 1'MINA F\-SEE
O O OOUTSWING STATIONARY UNIT nHINGE DETAI I VERTICAL CROSS SECTION vBOXED SIDELITE SILL 1MIN. 0 m
3 REO'D M#7 O , �
t"MIN. ON SHEET 1 z r, E
114°MAX. R M a LL
SHIM'
2 2 6 1114" _.I
MIN.EMBED w w O ZO
1 2 7 OUTSWING OPERATING UNIT (D� ? C
_ HORIZONTAL CROSS SECTION w w w
O EXTERIOR 1114'MIN. OPTIONAL I"BUCK 00 (q Z
EMBED
O w V w
1'MIN. v Z N
1°MIN. 5 2 1 !Y 3: 2 u
1'MIN. % 1"MIN. v. 0 0 O
1° MIN.
1 \ INTERIOR % 1 + 00 w O Z
V MIN. �, IW 0 m ¢ZO
•" '•' T \ r 0 to
U) LLI
-__,-1"MIN.-._".,�.-•. - �\. ___. "__ _ ___ / '' 1'MIN. a `C
���EE NOTEWl7� // - d \ it o rt Z
ON SHEET 1 5 1'MIN. ° SEE NOTE#7 -7 Q m . j
1"MIN. . °. ON SHEET 1 O 0 w O
JL- ,. 5 1!4°MAX. 1'MIN. \� Z¢
1/4"MAX. SHIM 1 1/4'MIN. 1'MIN. ���,,' S F•' ',�7// R O 7 o fj
11/4'MIN. ,� SHIM —I --EMBED. ° �� �� �� Ii a N a
EMBED.
OUTSWING HINGE JAMB AT FRAME OUTSWING LATCH JAMB AT FRAME ��``�/��• =�'p'�� °ATE 1J20/2012
HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION e° 1f SHIM
` �'• •• O �u'NONE
NOTES:
�1 OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM CONCRETEIMASONRY 1.112°MIN 4 *Q,• * - °Y'0•e"G.LUBBECKE
EMBEOMENT IS ACHIEVED. BY OTHERS EMBED �uj oiw er:S.SAFFELL '
ITEM#6,(#10 X 2')ONE SCREW TO BE INSTALLED IN EACH HINGE AT JOB SITE,CLOSEST TO WEATHERSTRIP. OPTIONAL MASONRY/CONCRETE INSTALL 398� 8E#C}3G11J338
CROSS SECTION OF HEAD JAMB OR SIDE JAMB DA�lW �Q[1t1,r•L 04 JW032012FL
�T SILL,PLACE ANCHOR IN SILL BASE MATERIAL FOR MAXIMUM SUPPORT. FBPE CE V10fi ffinI'��N0.29578 r 4 Gv 7
- _
1"MIN. —I- — 1"MIN. 4 7 2 1"'MIN. 1°MIN. 4 Q1 EXTERIOR INTERIOR
ON SHEET 1
EXTERIOR INTERIOR 1 4
1 112"MIN. 1 1/2"MIN.
EMB. EMB. I
%//• j��/. �// �— %/� ���/ //. 1 112"MIN.
114" 1/4" 1EMBED. Z EMBED.
MAX. 1/8" MAX.
SHIM SHIM I' 'I 1"MIN
SEE NOTE#7 EXTERIOR INTERIOR SEE NOTE#7 EXTERIOR INTERIOR I 1"MIN
ON SHEET 1 ON SHEET 1 1°MIN 2
INSWING OPERATING UNIT INSWING STATIONARY UNIT
VERTICAL CROSS SECTION VERTICAL CROSS SECTION
INSWING OPERATING UNIT INSWING STATIONARY UNIT SILL BOXED SIDELITE SILL
VERTICAL CROSS SECTION VERTICAL CROSS SECTION.
HEADJAMB HEADJAMB
1 12'MIN. 114•MAX. -
EMBED.I SHIM SEE NOTE#7
ON SHEET 1 NOTES:
1'MIN / / FOR PLACEMENT OF ITW TAPCON ANCHORS IN 2X BUCK OR
1
// 1X BUCK CONCRETEIMASONRY OPENINGS,SEE SHEET 6 M
\ 8 OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION o m rn m N
j EXTERIOR �O OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT IS Q t+ ae o
3X ACHIEVED. • o O w
t'MIN.
8ITEM#6,(#10 X 2•)ONE SCREW TO BE INSTALLED IN EACH C v
4X- HINGE AT JOB SITE,CLOSEST TO WEATHERSTRIP. a n
/ 1 / z
/ ®AT SILL,PLACE ANCHOR IN SILL BASE MATERIAL FOR
HINGE DETAIL MAXIMUM SUPPORT.
INTERIOR
STATIONARY UNIT 3 REQ'D w z
HORIZONTAL CROSS SECTION ILII F z o
INSWING SHOWN 3 C
0U5 J
7 2 1 1 2 6 3 �W z �
INTERIOR &� 3: R
0 ca =o
1 / o�
Fww- c3 ¢z
- — MIN.._ �, 4 1 2 1°MIN. �j `Xo
Qf
EXTERIOR / I - O -------
\ o a > --
/ zoo z
1°MIN. /�/ 1"MIN. ``1`���5 F- 0��1,"I �O N�
SEE NOTE#7 �`�(vim.•' Fp���, T7i
--:1/20/2012
4 1 ONSHEET 1 1/4"MA - 7\ _� e LE:NONE
I 1/4"MAX. X.
I— SHIM SHIM =* * avc,er;
1 1/2"M IN. 1 112"MIN. G.LUBBECKE
EMBED. EMBED. S.SAFFELL
INSWING LATCH JAMB AT FRAME INS WING HINGE JAMB AT FRAME 398�Y BE#CT7 ` 338 o aw,Nc rvo.:
HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION Dpi�j �L` 04 JW032012FL
FBPECERS'IONAW NO 29578
)
CONCRETE/ - - --- - - _ _______ 11MIN. 1 MIN.
.MIN.– 1•MIN. --1"MIN. 1"MIN. MASONRY 1• - - -
1"MIN. 1"MIN. BY OTHERS TYP. ~
MIN. 1"MIN.
MIN. 1'MIN, a 1'MIN. EXTERIOR INTERIOR EMB.
EMBED 5Jr 3 _5
,. .. fro. ..
. 5 11
_
EMBED
� 2 2 CONCRETE/ 3
CON RCII ETEl.•• 1 4• ,.ti MASONRY T—
MASONRY 1 MIN. 1 BY OTHERS
BY OTHERST EMBED •••' .~�� . ' 1/4
114' •
I .... / 1/4 % // 1"MIN 1°MIN MAX. INTERIOR
MAX. � �I SHIM
INSWING OPERATING UNIT
MAX. INTERIOR SHIM .VERTICAL CROSS SECTION EXTERIOR
SHIM EXTERIOR - SILL SEE NOTE#7
SEE NOTE#7 EXTERIOR INTERIOR ONS.HEET1 INSWING OPERATING UNIT
SEE NOTE#7VERTICAL CROSS SECTION
ON SHEET 1 SEE NOTE#7 INTERIOR
ON SHEET 1 EXTERIOR OPTIONAL 1"BUCK
ON SHEET 1�
INSWING STATIONARY UNIT CONCRETE/
INSWING OPERATING UNIT \ MASONRY 3 1
VERTICAL CROSS SECTION \� By OTHERS
VERTICAL CROSS SECTION HEAD JAMB
HEAD JAMB 1 EMBEo' / j//j�// 5 INTERIOR
O \ 8 4X 4•. �'4.. y 1"MIN. 5 \� o
M
8 3X 1"MIN •' 1,.MIN—1 1"MINA
EXTERIOR O m rn ^ N
INSWING STATIONARY UNIT N\ O 1_ - m o
VERTICAL CROSS SECTION • ° O
0
BOXED SIDELITE SILL CL
HINGE
REO'DAI \ 1 MIN. ���\ o Y c
' \ SEE ITEM#7 A
ON SHEET 1 ,t E
I 1!4•MAX. B
SHIM
2 2 6 // .. 1 114"
MIN.EMBED w
1 2 7 INSWING OPERATING UNIT (D: Z Oc
HORIZONTAL CROSS SECTION w o 5 U
/ \ INTERIOR 1 U4"MIN. OPTIONAL 1"BUCK rn w
0 m Z
EMBED µ�
"I�
1"MIN. - Z1"MIN. I •' 5 2 1 2 -t m 5
1•MIN. 4 •• �. % 4 1"MIN. v .. O a1 O O
' '� EXTERIOR 1 1' IN. 0_ 0 Q}
1•MIN. Wpm,
1 F•0 TO w
// .141
_1"MIN. - �\" ../ I // i"MIN. a ;•, ; N 7 (~
���EE NOTE#7 %/ a 0_0 4
ON SHEET 1 5 1'MIN. \. SEE NOTE#7 - __ _ _.�
1"MIN. �� ON SHEET 1 O 0_ - -----"--"-
•.. 5 1l4"MAX. _ I 1"MIN. \� Z Q iIII^^^ , oa o 31/4"MAX. SHIM 1 1/4"MIN. . Ni``'p, $ . // N11/4"MIN. SHIM +• tT
EMBED. ° \�� �� � �� // d
EMBED. %�p � onn 1/20/2012
INSWING HINGE JAMB AT FRAME INSWING LATCH JAMB AT FRAME I 114"MAX. .' �••• ••O
HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION a° III--- SHIM 7 —NONE
NOTES: 4 * . * mv�ur:G.LUBBECKE
>OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM CONCRETFJMASONRY
EMBEDMENT IS ACHIEVED. BY OTHERSEMBED EftE}i -x-w:S.SAFFELL
lI
wawuvc ra.:
2DITEM#6,(#10 X 2")ONE SCREW TO BE INSTALLED IN EACH HINGE AT JOB SITE,CLOSEST TO WEATHERSTRIP. OPTIONAL MASONRY/CONCRETE INSTALL 398�A�1y,�I•+��/•BEACH• CN#338
CROSS SECTION OF HEAD JAMB OR SIDE JAMB DA'ECl/�O€ Oki,kL�,'}3a04 7 W032012FL
3>AT SILL,PLACE ANCHOR IN SILL BASE MATERIAL FOR MAXIMUM SUPPORT. FBPE CE OR ANA14��N0.29578 6 - 7
d
- NOTE: 37 1/2"MAX. LL }
1 2 3 4 5 f
SHIM FOR SUPPORT AT OR NEAR --- ` 74 MAX.O.A.FRAME_-_ -_ _ --_OA,_FRAME
EACH ANCHOR IS REQUIRED I+3" P. _1> 3"TYP.
-►I I+3"TYP. ° U
-- --- !-�
-— -
zi C7 VI -V _ T -- ---, -
149"MAX.O.A.FRAME z I I}
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A ! 1 �� 6-0 X 6-8 OUTSWING/INSWING 3-0 X 6-8 OUTSWING/INSWING
i D7 D7 (30)ANCHOR LOCATIONS (18)ANCHOR LOCATIONS
r
(FROM EDGE OF FRAME) (FROM EDGE OF FRAME)
12-0 X 6-8 OUTSWING/INSWING s" 6"
(50)ANCHOR LOCATIONS
3-j- -P TYP A > - m
75"MAX FRAME P.
f�3"TYP. m m
(FROM EDGE OF FRAME) a 1 a o
�
3"TYP. 3P.. a F' a - m
112 1/2"MAX FRAME ► Y
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I Z I I
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Z3 W A7 1ll 4Y5� z
�z 1 wg � Wok 0
Ww A7 A7 j ¢ PANEL,CEN'fE`R � � �-•��I. DETAIL A7 o o? z
PANEL CENTER LL X O r l' (8)ANCHOR LOCATIONS AT MULL w Z o
LL �.Jc a 6,. 6" �� � u
0 /� 0 corJ ! Y 3"TM TYP. TYP. O
22 1 A � I � � F- 3"TYP, i O X O Z
gco CD n I I �� COQ i �o m N
— - --'-- -
- - -
co __ 6-0 X6-8 OUTS ING/INSWING
rc 0 o
Lo
___._..... (28)ANCHOR LOCATIONS j -p a w
9-0 X 6-8 OUTSWING/INSWING (FROM EDGE OF FRAMQ... O o
(FROM EDGE OF FRAME) J%�` SS F. 0(38)ANCHOR LOCATIONS ����4. 2 o
2-#8 X 3"PFH �� :Fp *�:1/20/2012
�\ 2-#8 X 3"PFH SCREW FROM J O _-
_ SCREW FROM — ASTRAGAL KIT _ --_=
NOTICE OF PRODUCT CERTIFICATION
c p '�rCq
Company: JELD-WEN Doors Certification No.: NI012741-R1
-
?,,, 3737 Lakeport Drive______ _ _ _ Certification Date: 04/17/2012
r
Klamath Falls,OR 97601 Expiration Date: - 04/30/2028
f Revision Date: 05/14/2019 —
,,, ►. Product: 24 Ga. Steel Wood Edge Impact Rated Opaque Doors w/.& w/olmpact& Non-Impact
,'��r • r '``�� E V, Rated Glazed Sidelites (w/wood frame unless specified)
- Specification: TAS 201-94/202-94/203-94
The"Notice of Product Certification"is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification
label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within
NAMI's Certified Product Listing at www.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute(ANSI).
Inswing . Glazed Design Missile Test Report Number
Configuration or or Maximum Pressure Impact Drawing Number&
Outswin Opaque Size Pos/Neg Rated Comments
X I/S Opaque 3'2"x 6'10" +65/65 psf Yes NCTL-210-3801-2/FL 1802
Single Max Panel Size:3'0"x 6'8"
Installation Details: JW-32012FL
X O/S Opaque 3'2"x 6'9" +65/65 psf Yes NCTL-210-3801-2/FL 1802
Single Max Panel Size:3'0"x 6'8"
Installation Details: JW-32012FL
OXO I/S Door-Opaque 9'5"x 6'10 +65/65 psf Door-Yes NCTL-210-3801-2/FL 1802
Single w/Sidelites Sidelite-Glazed Sidelite-No Max Panel Size:3'0"x 6'8"/Daylight Opening: 1'9"x 5'3"
Glazing:IG-1/8"Tempered
Installation Details: JW-32012FL
OXO O/S Door-Opaque 9'5"x 6'9" +65/65 psf Door-Yes NCTL-210-3801-2/FL 1802
Max Panel Size:3'0"x 6'.8"/Dayliglit Opening:.l'9"x 5'3"
Single w/Sidelites Sidelite-Glazed Sidelite-No Glazing:IG-1/8"Tempered
Installation Details: JW-32012FL
OXO I/S Door-Opaque 9'5"x 6'10" +65/65 psf Door-Yes NCTL-210-3801-2/FL 1802
Single w/Sidelites Sidelite-Glazed Sidelite-Yes
Max Panel Size:3'0"x 6'8"/Daylight Opening: 1'9"x 5'3"
Glazing:IG-Laminate-1/8"Annealed Glass/.090"Solutia PVB Interlayer/1/8"
Annealed Glass/l/8"Tempered Glass
Installation Details: JW-32012FL
- - - OXO_ __. _O/S_ Door-Opaque 9)5"X 6'9" +65/65 psf Door-Yes NCTL-210-3801-2/171,1802
Single w/Sidelites Sidelite-Glazed Sldellte-Yes
Max Panel Size:3'0"x 6'8"/Daylight Opening: 1'9"x 5'3"
Glazing:IG-Laminate-I/8"Annealed-Glass/.090"Solutia PVB Interlayer/I/8'-'— —
Annealed Glass/1/8"Tempered Glass
Installation Details: JW-32012FL
National Accreditation &Management Institute,Inc./4794 George Washington Memorial Highway/Hayes,VA 23072
Tel: (804) 684-5124/Fax: (804) 684-5122
i
NAMI AUTHORIZED SIGNATURE:
NOTICE OF PRODUCT CERTIFICATION
4 'fr, �, ' - - Company: JELD-WEN Doors_ _ _ _Certification No.: NI012741.01-111
3737 Lakeport Drive Certification Date: 04/17/2012
• Klamath Falls, OR 97601 Expiration Date: 04/30/2028
�i
Revision Date: -05/14/2019 --- - - --
'�� Product: 24 Ga. Steel Wood Edge Impact Rated Opaque Doors w/ & w/o Impact & Non-Impact
Rated Glazed Sidelites (w/wood frame unless specified)
�ta>st►e►° Specification: TAS 201-94/202-94/203-94
The"Notice of Product Certification"is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification
label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within
NAMI's Certified Product Listing at www.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute(ANSI).
Inswing Glazed Design Missile Test Report Number
Configuration or or Maximum Pressure Impact Drawing Number&
Outswing Opaque Size Pos/Neg Rated Comments
XX I/S Opaque 6'2"x 6'10" +60/60 psf Yes NCTL-210-3801-2/FL 1802
Max Panel Size:3'0"x 6'8"
Double Installation Details: JW-32012FL
XX O/S Opaque 6'2"x 6'9" +60/60 psf Yes NCTL-210-3801-2/FL 1802
Double Max Panel Size:3'0"x 6'8"
Installation Details: JW-32012FL
OXXO I/S Door-Opaque 12'5"x +60/60 psf Door-Yes NCTL-1 10-1 1987-1/FL 1802
Double w/Sidelites Sidelite-Glazed 611011 Sidelite-No Max Panel size:3'0"x 6'8"/Daylight Opening: 1'9"x 5'3"
Glazing:IG-1/8"Tempered
Installation Details: JW-32012FL
OXXO O/S Door-Opaque 12'5"x 6'9" +60/60 psf Door-Yes NCTL-110-1 1987-1/FL 1802
Double w/Sidelites Sidelite-Glazed Sidelite-No Max Panel Size: i x 6' Daylight Opening: I'9"x 5'3"
Glazing:16-I/8"Tempered
Installation Details: 1W-32012FL
OXXO I/S Door-Opaque 12'5"x +60/60 psf Door-Yes NCTL-110-11987-1/FL 1802
Max.Panel Size:3'0"x 6'8"/Daylight Opening: 1'9"x 5'3"
Double w/Sidelites Sidelite-Glazed 651011 Sidelite=Yes Glazing:IG-Laminate-1/8"Annealed Glass/.090"Solutia PVB Interlayer/l/8"
Annealed Glass/I/8"Tempered Glass
Installation Details: JW-32012FL
- OXXO -_ _ O/S Door-Opaque 12'5"x 6'9" +60/60 psf Door-Yes NCTL-110-11987-1/FL 1802
Max Panel Size:3'0"x 6'8"/Daylight Opening: 1'9"x 5'3"
Double w/Sidelites Sidelite-Glazed Sidelite-Yes Glazing:IG_Laminate-1/8."Annealed Glass/.090' Solutia-PVB lnterlayer/1/8"_ - - -
Annealed Glass/l/8"Tempered Glass
Installation.Details: JW-32012FL
National Accreditation&Management Institute,Inc./4794 George Washington Memorial Highway/Hayes,VA 23072
Tel: (804) 684-5124/Fax: (804)684-5122
NAMI AUTHORIZED SIGNATURE: